652 DAYTON ST.PDFIIIIIIIIIIIIII
10838
652 DAYTON ST
ADDRESS: bo5,
w
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED)
CRITICAL AREAS:j DETERMINATION: n Conditional Waiver E] Study Required n Waiver
DISCRETIONARY PERMIT #'S: <zs
DRAINAGE PLAN DA
PARKING AGREEMENTSPATED:
EASEMENT(S) RECORDED FOR:
Nil
MR., It III b!"P.1 �.5.j viz-, Ingummull it,
way- a] rar.1,11.
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $: I LID #:
SHORT PLAT FILE: LOT: I I q 1� BLOCK:
SIDE SEWER AS BUILT DATED: 1) m- " 4 -71-) 2-
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT
WATER METER TAP CARD DATED:
LATEMP\DSrs\Fonns\Street File Checklist.doc q
APPLICATION
for
The City of Edmonds SIDE SEWER PERYaT
NEW CONSTRUCTION E3 REPAIRS 0 EASEMENT No . ..........................................
0 7150
OVsrNER L/
.... ..... fl ...................................... --- CONTRACTOR ........................................................ ......................................... PERMIT No . ......................
ADDRESS .... ............................................... LEGAL DESCRIPTION: LOT No - ----------------------------------------------- BLOCK No . ............................................
NAME OF ADDITION
0
M-Q
7c
ppr*,
DATE................................................ By ................................ .................... ............
'r City of Edmonds
Site Classification Worksheeiti,,7�,,�c�",E��,�'-'y
Page I of 2
01F EDA,
i-k 4-10%�
7
/4C
The project's Site Classification will dictate the specific storinwaWWAiii6ment
requirements applicable to your site. Completing this worksheet will help determine the amoblit of
regulated impervious surface and whether your project falls into the classification of a Small Site
(Category I or Category 2), or a Minor Site. Please reference the Glossm (PI). 10- 11), Figures Q and
E. (pp. 8-9). and ExMRIes (pR. 11-12), to assist with completion of this worksheet.
1) Is Permeable Pavemene Proposed For Use on this Site? El Yes
Refer to Stonnwater Supplement Chqpter 5.1
If YES, the subject area is to be considered impervious for initial site classification purposes. Include total
permeable pavement area in the calculation of Non -Regulated, RgRlaced and/or New impervious surface
areas in the table below.
2) Determine the Amount and Type of Existing & Proposed Impervious Surface for the Site
Refer to Stonnwater Supplement Chapter 2 and Fig. C
Line 1: Identify the Non -Regulated Impervious Surface Area.
Line 2: Identify the Replaced Impervious Surface Area, dividing the total between Exempt and Regulated; either or both
may be zero. Note: For project classification purposes, Replaced Impervious may only be considered exempt
under certain conditions. Refer to the Glossary and Figure D.
Line 3: Identify the New hnpervious Surface Area for your project. All impervious areas created post -July 7, 1977 or
after the date of annexation into the City are regulated & should be included in this total unless they can be
categorized separately as a Replaced -Regulated area.
Line 4: Enter the sum of the total Rgplaced-Regulated plus the total New impervious areas.
LiM5: Identify the total area currently mitigated by an existing city -approved stormwater management system.
Line 6: Enter the sum of the value in Line 4 less the value in Line 5 to identify the total Regulated area in which
storrawater controls have not yet been applied.
Line 7: Identify the total area proposed to be mitigated through the use of Low Impact Development Techniques.
Line 8: Identify the total area proposed to be mitigated through conventional Stormwater Management Techniques.
** Provide a copy of the following table on the drainage plan sheet for the proposed project **
Line
Type
Area (square feet)
1.
Non -Regulated
125-7
Exempt
Regulated
2.
Replaced
3.
4.
New (Post 1977) 4444 44444
- - - - - - - - - - - - - 7- -
Total Regulated Impervious Area
Mitigation required if in excess of 2000sf
+
5.
6.
Total Area Mitigated by Existing Stormwater Management System(s)
Regulated Area Not Yet Mitigated
7.
Area Proposed to be Mitigated by Low Impact Development Techniques
Area Proposed to be Mitigated through Conventional SWM Techniques
I
(e.g. porous asphalt. porous concrete, paver blocks, concrete open celled paving grids, or plastic lattices filled with turf or stone)
Revised on 310512012 E72-SWM—Erosion_Control-03.05.12.doc OTREETe 5 FILE
City of Edmonds
Site Classification Worksheet
Page 2 of 2
A 0-V
TP
,7c. ISCO
3) Determine the Total Area of Land Disturbing Activity —71�6 sf
Refer to Stormwater Supplement Chapter 8
14) Determine the Quantity of Grading, Fill and/or Excavation 15 cy
5) Will the project convert 3/4 Acre or More of Native Vegetation to Lawn or F] Yes K No
Landscaped Area9
6) Identify the Watershed the Existing Site Runoff Discharges to
Refer to Stormwater Supplement Chapter 2.3
Based on Site Location and Watershed Map — Figure-C. Check all that awly.
A. F-1 Direct Discharge B. tK Creek or Lake Basin
o Edmonds Way Basin
o Puget Sound Basin
o Puget Sound Piped Basin
DETERMINE PROJECT CLASSIFICATION USING THE INFORMATION ABOVE
AND THE PROJECT CLASSIFICATION CHART (Figure B, pg 4)
El Small Site - Category 1 El Small Site - Category 2 %Minor Site
Stormwater Supplement Stormwater Supplement Stormwater Supplement
Chapter 5 Chapter 5 Chap ter 6
Revised on 310512012
E72-SMLEro,vion_Control-03.05.12.doc
Page 6 of 12
DAYTON STREET
EXIST CONC
WALKWAYS,
POST 1977,
188 SF
EXIST
HOUSEINCL
ROOF OH,
POST 1977,
722 SF
NEW SLOTTED
WOOD DECK
ABOVE
LANDSCAPING
EXIST LANDSCAPE
STEPS
EXIST ROCKERY
EXIST GRAVEL
DRIVE, PRE 1977,
519 SF
UNCHANGED
REPLACE EXIST
CARPORT WITH
ONE-STORY
ADDITION OVER
EXIST DRIVE FOOT
PRINT, 248 SF
EXIST CONC BLOCK /I N"' NEW 8'-6" X 20'
RETAINING WALL _V1111111-a —_�—�-j GRAVEL
ALLEY PARKING AREA,
— - — - — - 170 SF
TOTAL PRE-1 977 NON -REGULATED AREA= 1237 SF
TOTAL PRE-1 977 REPLACED EXEMPT AREA= 248 SF
TOTAL EXISTING POST 1977 REGULATED AREA = 1006 SF
TOTAL PROPOSED NEW IMPERVIOUS AREA = 274 SF
IMPERVIOUS SURFACE PLAN
architects
6544 NE 61 st Street, Seattle, WA 98115
Phone: (206) 523-2929 Fax: (206) 523-4949
e-mall: n'dharchitect(Mseanet-com
652 DAYTON ST., EDMONDS WA 98020
OWNER: ALDEN AND TRINA HOPKINS
TAX PARCEL #00434209601700
DATE: APRIL 9, 2014
4 City of Edmonds
Critical Area Notice of Decision
Applicant:
Property Owner:
Mick,mA
Al d 9 1?,
Critical'Area File #:
Permit Number:
r-9, A-10 14 noo
2)Lpawq0330
Site Location:
Parcel Number:
GS2 ZkyAcm -IMA.
00q:IYxId01 -00
Project Description:
Fwaik -P I ao, * dd A, n,, por-* ',rXe. �o.;rj& -"%x-e- C%tto d #,-)A
%Q
Conditional Waiver. No critical area report is required for the project described above.
I There will be no alteration of a Critical Area or its required buffer.
2. The proposal is an allowed activity pursuant to ECDC-23.40.220, 23.50.220, and/or
23.80.040.
3. The proposal is exempt pursuant to ECDC 23.40.230.
Erosion Hazard. Project is within erosion hazard area. Applicant must prepare an erosion and
sediment control plan in compliance with ECDC 18.30.
F-� Critical Area Report Required� The proposed project is within a critical area and/or a critical area
buffer and a critical area report is required. A critical area report has been submitted and evaluated
for compliance with the following criteria pursuant to ECDC 23.40.160:
The proposal minimizes the impact on critical areas in accordance with ECDC 23.40.120,
Mitigation sequencing;
2. The proposal does not pose an unreasonable threat to the public health, safety, or welfare
on or off the development proposal site;
3. The proposal is consistent with the general purposes of this title and�he public interest;
4. Any alterations permitted to the critical area are mitigated in accordance with ECDC
23.40.110, Mitigation requirements.
5. The proposal protects the critical area functions and values consistent with the best
i
available science and results in. no net loss of critical functions and values; and
6. The proposal is consistent 'with other applicable regulations and standards.
F-1 Unfavorable Critical Area Decision. The proposed project is not exempt or does not adequately
mitigate its impacts on critical areas and/or does not comply with the criteria in ECDC 23.40.160 and
the provisions of the City of Edmonds critical area regulations. See attached findings of
noncompliance.
Favorable Critical Area Decision. The proposed project as described above and as shown on the
attached site plan meets or is exempt from the criteria in ECDC 23.40.160,1 Review Criteria, and
complies with the applicable provisions of the City of Edmonds critical area regulations. Any
subsequent changesto the proposal shall void this decision pending re -review of the proposal.
F� Conditions. Critical Area specific co ' ndition(s) have been applied to the permit number referenced
above. See referenced permit number for specific condition(s),
'Reviewer Q ,,�ip�ature ����Date�/�
Appeals: 'Any decision to approve, condition, or deny a development proposal or other activity based on the
requirements of critical area regulations may be appealed according to, and as part of, the appeal procedure, if any,
for.the permit or approval involved. ( -
Revised 1211612010,
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
I =FILE I
.Name:
Date:
Site Address:
C052
Tax Parcel: -Too
00q3YA096.01
Project Description: 1-4 A0011-
Plan Check #: S�,L�D-
rle-,o deck.
%*C%**.0n% of E4W,
frog" Uncs Ce. AeJ —9*
Reduced Site Plan Provided: NO)
Zoning:
Map Page:
Corner Lot: (YES/
Flag Lot: (YES /0),
Critical Areas Determination #: c�QAaniqnr)oq
CR'Study Required Are— (see- CANOD ;w-4-a ror./ly)
Waiver
SEPA Determination: ExciN!,gak
Exempt*
El Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist El APO List with notarized form
Required Setbacks
Street:
'Side:
.�ide:
Rear: -6-
ActualSetbacks Add,�:,, 4 oo-,�k-
Street:
Side:
Side:
Rear:
Detached Structures: Fxslij s\., c4
Rockeries: 9 1019c,\', -%�Ifttar, or-, VA--S..
F'ences/Trellises: F-X;eJ�, Ctc-e-
Bay Windows/Proj::��%Ny a,-% Weak 5;de- -V 5�,�n on ?6
Stairs/Deck: -%�0&2.m
t
Datum Point: W A-� Ld -,Aao 2A.
Datum Elevation: + 12g,
Maximum Height Allowed: 1. 6
Actual Height:
Other
Parking Required:
one_ ;u LOT,,
Parking Provided:
Lot Area: or
P+- . ( ". 0 �- ,% .-N
Maximum Lot Coverage: 350(,. Prinnrise
, 32
sso
'�'Prarosed % 4PN 22-� q 3
Lot Coverage Calculations: o/ *or 0-m-na-A:�Itn� ��-�r
ADU Created: (YES 31 S'ft. f+. +a 2"'1 q3 o 31. 8 %
Subdivision:
Cg
Le�al Nonconforming Land Use Determination Issued:. (YES
Comment5
a.
M.
Plan Review Y-�
Plannihg Data Form 07-14-09
ilk,
Vill, m
F r
Lots 1.7 t�, reas
.I' �4
P.
Ex I --s t I t
Cl C; 6,F C) f E s
1-10 to fj
gal -X;,
D20-3432 Main beiel 7k1s I
Up�--r
......................................
............
1412
518 Sq. fc.4t ad
-4-1 d
Bui I din8 He i gh t;:
Ca.] cul at i
o n.
Ca,nr4- Elevatlon's of bul I dl na
rc--targ[6 (und[Sturb�;d wil)
DAum tOO L I v I r-q P)xm F Lcxr 0'
B =;r3, 7 3/,V-'�-76 i/4"�'
=W :2 1147 (-,�:3 3/,j�,N
$
E
fl?,e , 1Z., 11Y
--/ati ch
--CT 4
N
Plot-fnittc-d K;Ilaht abn,�41
max I MUY6 Hb I ht�l
RRA 4
0 1
F-):: t ua 1 B I Og , Hs�i-4 f,
-x tj
Y V
Q17.
Exi �ti my
D, i
'I 11;OA),
""P .. M
1 n C�
I az I nLg
Exi st ng
I to t'Qjaf,n 72 sq. ft.
Nr-Aj ga, &Z I rig :�56 sq. . f
--------------
Total StL=uirLS 42,0 ft.
At I c-�-.ub 19 91 az i ns 21 % x
615 sq, ft.
I�indc+,js to 1,9 tA
_stacl to �asq
Wa:;hir�gtnn -StatA En-trg,�, 5
a
fcr La33 66) windro' w rraw
ccnqtruot�,cri in an ol,;otrioatly
rqsics�n---4.
Concrete �,Jctes
141 R 11-: f VOt i ty t on
un T. tjjr !:*��d ne. t i
1.---5vp?pd (t-Fr�tt�.l tv :;VK1 -i .3
tQ t- C17 L/2 MI .0
Z3 dray CI -re, cnti n-5'r'-9i'nf(-.-r-r,-- I
F
arrit. i,-. ep
di-mrterz: wt�en civr"3trVII-g4r'�'201
fQr #4 ba-,
............. 11 .....................
Daytj.)n Stri,-,t
St a.IF-:
f-I /C) r-j/ L)p f-I t�] S
so 1-1
652 Day to n r:;t... Edmonds, w a. I I
a
206) 771-6102
A -
Of USE
C1 y ED-M
NUMBER
CONSTRUCTION PERMIT A. PLICATION �5 -
OWNER NAME/NA I Q V B U-1; I N
ADDRES q
K�,
MAI F'c
LING A 0 ESS TION CHEC,,�
Lit) NO
17'6�71 V 111
CIT
RIGHT OF WAY PEP
OFFICIAL STREET MAP. TESCP it
APPROVED BY
. . . . . . EXISTING
NAIA r PROPOSED ....... F`EOUiRC0 DEMCAT16N
ADDRESS
RIGHT OF WAY Co ON
PERMIT PEOUIRED
TREET. USE PERMIT REQUIRED M
CITY SEE ENGINEERING
PHONE NU..ER MEMO DATED REVIEW BY
N
REMARK�
ADDRESS
CITY ETER IZE BUILDIN: S P 7!
2
z ONE NUMBER TS
0
STATE LICENSE NUM RE
Re
egal Cle n Of --P11.11 SIGN ARI`�
1 111110110 pertv 111 ENV. REVIEW
(show be�pw optt, ''Ill IleaSeMents ALLOWED PROPOSED COMPLETE ADB No.
ach tv�o copies EXEMPT
T SHORELIf q
VARIANCE OR CU
PLA.
iJ OA7
SETBACKS — FEET
Ic— ! FRONT' HEIGHT LOTCO FAG
44 SIDE
REAR
NEW RESIDENTIAL PLUMBING
ADDIALTER E]
COMMERC14L MECHANICAL
REPAIR 0 APT: BLDG,
D . EXCA I VATE SIGN
EMOLISH E] FENCE CHECKED
'ILL ey::::M�E OF CONSTRUCTIO
I— --FT) CODE �IGIHT
CARPORT
REE.
I L G
1=� GARA
�T 0_ CE
'0 SW,M ARE
Oo .
�T.VE, RETAINING WALL/ POOL A OC)UP NCY
INC-RT ROCKERY !-1 E GII UP OCCUPANT f
RENEWAL R Y NO LOAD
PROGRESS IN
SPECTIONSPER UBC 305
NUM-----------------------------
NUMBEROF 3
DWELLING -f'i,
UNITS
NATURE 0 IORK -0 BE DONE (ATTA CH PLOT PLAN)
C.4
VALUATION FEE
j PLAN CHECK FEE
BUILDING
PLUMBING S) It
HANICAL
This Permit covers work to be done On private Property ONLY. GRADINGTILL
Any construction On the public domaln'(Curbs. Sidewplks,
drivLways, Marq ueeS, etc ) V�Ifl require separate permir :
Pernlit App — Rn r'._ Sion �TATE SURCHARGE
�-'c a 1, or, —
Permit Limit: I Year - Provided Work is Started Within 180 Da— ENERGY CODE
-Applicant, On behalf of his Or her s-)OUse, heirs. assigns and
Successors in interest. agrees 10 indemnity. defend an'd hold
harmless the City of Eld,;,�nds Washington, its
emplOyeLS, and agents from any �ncl all clainIs for damages of
officials,
whatever nature. ariSin(I directl
y Or indirectly fro
of this permit., ISSuanc; of this Permit sh, m the issuance
Modify, , 11 not be deemed to PLAN CHECK DEPOSIT
waive Or reduce any eQUirerrient Of any city ordinance
x nCr limit J� any way the C ity's ability to enforce an
Provision. . Y irdinance TOTAL AMOUN . T DUE
I hereby acknowledge that I have read this application; that the A �-%l -2 '(f.
in formation given i
5 correct; and that I am the owner, Of the doly ATTENTION AP
authorized agent of the.Owner. I agree to co
State laws regulati MPIY with city and PLICATION APPROVAL
ng cont;truclion: and in doing the Work authoriZ. THIS PERMtT
AUTH0,11ZES This application is not a permit until
Code of the State of Washington relating to - violation of the Labor ONLYI�THE Signed by the Building Of
ed thereby, no Person Will be emPlOyed ir
Workmen's Compensr. �VORK fiCial or his
III n insurance ' I OTED Deputy: and fees are paid, and receipt is
SIG. TURP. (OWN P OH AD
OATr 111—�D DI-SPECTION! acknowledged in space pro v
EPARTMENT., ided.
-2,7 OFWICIAtL��ATURE
CITY OF DATE
-DMONDS
ATTENTI N
771-32 REL Ci By; DATE
IT :S UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL.OR
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. ORIGINAL
CHAPTER 3. UBC Fi!e YELLOW InSpecto,
PINK — Owner GOLD — Assesso
ZJVE�D
EDMONDS,. Permit No.
NITY SERVICES DEPARTMENT� AM.
Issue Date
RIGHT-QF-WAY CONSTRUCTION'PERMIT
09;
A. 9 Owner: AN-VIY6 -s.;Q7_ - �"Fe'san B. e Con I tractor:.
Name Narn�,
2_
Mailing Address I res�,,:, _9
Z Q - 50� 7- G
City State Zip City State 1ip
Zno I 10p- V58- 3/6 7-
State License NumberS2
Telephone Number
C. Address or Vicinity of Construction':, �52
Type -of Work -to be Done:
D. 0 Work in Connection With:,' 0 Sub or Plat R Single Family EI.City Projects
D Commercial 0 Multifamily '0 Utility
:::,`E:'0 Pavement Cut: Y N, F. 0 Size of Cut: X
7
!,APPLICANT TO READ AND SIGN
INDEMNITY: Applicant understands and, by his signature to this - applicatiohi agrees to hold the City of Edmonds
harmless from any injuries, damages, or claims of.any"kiAd or description. whatsoever, forseen or unforse.en, that may
be made'against the City of !Edmofids, or any'of its'de'partments or] 6iho6ye'es, including or not limited to. the defense.
of any Ie-ga'l proceedings including defense'costs, coufi_��sts, 'a-ntAtt6&y f�es. by reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORkMANSHIP;A�Nb MATERIALS FOR A PERIOD OF' . ONE
YEAR FOLLOWING THE"TINAL INSPECTION AND ACCEPTANCEDF THEWORK.
Estimated. restoration fees will be held until the final eet patch.is completed by City forces, at which time a debit or credit will be
processed for issuance to the �`Applicani.
• A 24 hour notice fs required for inspection; Please -611,Eflgine6rin g,.-I 771 f32b2
9 Work is to be ingpecied during- progress and At completion.
• Restoration to be in �ccordance with City Code.
.9 Street to be kept clean at all t ' imes. STREET FILE
* Traffic Control to be' in accordance with City regulations.
* All- street -cut ditchOl must be patched with asphalt or City approved material -pri I or to.end of working day;
NO - EXCEPTIONS.J
I understand the a . bove and that Ihi rmit must be Available aithe' job site for inspection purposes at all times.
Signature: Date -
Owner o r Contractor
This Permit Must be Posted 'at the Job Site For Inspection Purposes
Call DIAL -A. -DIG Prior to Beginning Work
APPROVED BY: PERMIT FEE�
Z Time Authorized: Void after -days. Restoration Fee:
0 Special'Conditions: I LE5 -ci= Rec . eipt -No
r_�- m - rvz k3 s i 5C 0 Fund.,l 11 Fee:
Street Cut Dimensions: _.x
P ...-..RELEASED BY: Date INSPECTED BY Date
4. .
0
NO WORK T . 0 BEGIN PRIOR TO PER MIT IS SUANCE
Eng. Div� klar�h 1989
J-
FIELD INSPECWN NOTES (Fund I I I Route copy to Street Dep'i
t
Comments:
Diagram:
C�GrPUF-t
W
CL
21 (VaWsl Dll*t
CL. tz il-smal n
b
7,—Lxtent of ;i
i
AZ 61A I �- R PAP P .9 i rjlq;.Iiq 1 k
5' Gi dz3b U �r i p
141
I
P r ci pe. r L I n e-
- I
D r i velway,
Apron Dayton Street
K ay n 1 3 Pe te [- =j p
Dayton St. OEdmonds, W a.
-6102
0.
f if
"Nothing,41 this peml-t approval, process shall be
A - 0 amolwing or permitting the
APPROVto ---------------------- sting ffiegaL
ey PLANNING DAYTON STREET aintenance -of MY currently ell,
senconforming or unpermitted bailding, stvructuye
ide the mope of the
uts,
or site 'condition which is 0 ; r such
permit apPlication, regardless of whethe
rurilding, structure or condition is shown on the
ite
EXIST WATER METER 81 Ian or drava�,;9-- Such budding, structurill or
TOP ?F LID
DATUM EL. 124.4 contition may be the 3ubjea, of a wpamte
6"CONC CURB
PARKING STRIP EXIST CONC. CURB CUT7
EXIST METAL
FENCE EXIST CONC SIDEWALK
............ ............. .......... I ............ ... ...........................................
0L 6000O'
NEWITX20'
CONC PAD OVER
EXISTGRAVEL
EXIST KATSURA
DRIVE
TREE, 6- DIAM
EXISTPINE
ExisTCONC TREE, 6- DIAM
WALKWAYS
2
EXISTWOOD EXIST GRAVEL
ENTRY DECK DRIVEAND
PARKfNGAREA
CH
..............
EXIST KATSURA ..................... REPLACE EXIST
CARPORTWITH
TREE, 8' DIAM ONE-STORY
EXISTING
ADDITION
SINGLE
FAMILY
6 RESIDENCE
1221' 1ST FLR
I H . EL.- 127.3
...........
'AA.
LINE OF EXIST
2ND FLOOR
EXIST IT DIAM
EXIST JAP. MAPLE
CHERRYTO
TREE, 7- DIAM 120 ......... ..... .. ......
........ REMAIN
LINE OF EXIST
ROOF TO BE
REMOVED
Ejus-i-TIMBERAND 7�, 4'SQ CONC PAD
GRAVELSTEPS
............. ONE-SrORY
--,E—. �ADDITION PER
EXIST GRAVEL PATH .. . ........ PLAN
11'.21W
................ PROVIDE SILT
FENCE DURING
CONSTPER
EDMONDS STD.
DETAIL EIA
114 ........... ... .......................... ..............
..................................... r EX ST 8'XIZ
112 ...... I!
SH D
..............
EXISTTIMBERAND EXIST KATSURA
GRAVELSTEPS ......... ..... TREE, 6- DIAM
110i ..........
EXIST WOOD
MST ROCKERY FENCE
EXIST CEDAR
EXIST CONC BLOCK 0. DIAM
RETAINING WALL TREE, 10
APPROX.
% LOCATION OF
SEWER LINE
NEW 8'-G'X 20'
GRAVEL
. . . . . . . . . . . . . . . .. &LEL . . . . . . . . . . . . . . . . PARKINGAREA
Zone PROV DE FILTER
I[
Corner Ma Flag SOCKS IF REaD
ALc, PEREDMONDS
§9—tback§ ±LmWred STD. DETAIL EI.3
Add.,4-. , A
Front (N) & f . I
O� 20
Sides CWEL__s� 1+
Rear (s)
SITE PLAN Other,
SCALE: 1/16" = T-0" Height
architects
6544 NE 61st Street, Seattle, WA 98115
Phone: (206) 523-2929 -Fax: (206) 523-4949
e-mail: mtharchitect(CRseariet.com
652 DAYTON ST., EDMONDS WA 98020
OWNER: ALDEN AND TRINA HOPKINS
TAX PARCEL #00434209601700
DATE: MAY 28, 2014
MAY 2 9 2014 t-A
tjUILDIN(3 DEPARMENT ORR L E
c:jw OF EDMONDS
PROJECT INFORMATION
IMPERVIOUS SURFACE PLAN
r'-_'�P__R J E C T S C 0 r - i E.
Additions to the first floor of an existing single family residence including a
DAYTON STREET
new dec and crawlspace storage. nterior alterat ons to connect t e
kitchen to the new dining area and additions and a new basement stair.
U ON %1'03 T.) E D M U U 6
6`52% H'AYTO "'N F""O") WA) UbU20 LEGAL DESCRIPTION:
EXIST GRAVEL
City of Edmonds Block 096 D-00, - Lots 17 and 18.
DRIVE, PRE 1977,
-----------------------------------
EXIST CONC
519 S TO
WALKWAYS, PARTIALLY PAVED DAYTON STREET ASSESSOR PARCEL NUMBER:
POST 1977, f �7�7
WITH CONC. ew shall be 00434209601700
188 SF
�rrart approll the
thing ill this'Pe orpermitting
L
11140 PROJECT AREAS:
REPLACE EXIST dt,ing illegal' e
PRE 1977
enancc.- ermlt a
t t:,p f the LOT AREA: 0. 15 Acres (6534 sf)
CARPORT WITH
HOUSE %aln
ONE
nforimng Or
9; ae tb e swPe
-STORY co is outA I
UVIL, the 2.
FOOT n f whetlier such
ADDITION OVER site conait' garaje�" � s1lown on
PRINT rm:lt appliC2 10
or Lticlu, re is BASEMENT FLOOR: 952 SF EXISTING
cture
EXIST HOUSE INCL ROOF EXIST DRIVE FOOT Aing, stm
U t el FIRST FLOOR: 1014 SF EXISTING + 409.5 NEW 1423.5 SF cl
ruilaing,
Bch bill]
OH, POST 1977, 72 PRINT, 248 SF Ian UL h sub�ed i 541
718 SF
2SF
SECOND FLOOR: 1041 SF EXISTING
EXIST WATER METER �z
D11 I). -�8:39;!
t alrtl( 2�.
TOP OF LID
XIST LANDSCAPE STEPS, TOTAL LIVING AREA: 3007 SF EXISTING + 409.5 SF NEW 3416.5
DATUM EL. 124.4 sw U; U_
M , I
42 SF, POST 1977 6" CONC CURB PORCHES/DECK: 34 SF EXIST + 328 SF NEW 362 SF TOTAL
EXIST GRAVEL PATH, NEW ADDITION PARKING STRIP EXIST CONC. CURB CUT
35 SF, POST 1977 AND OVERHANG EXIST METAL 1Z.
FOOTPRINT, 104 SF FENCE ZONING CODE NOTES
EXIST CONIC SIDEWALK
NEW CONC PAD LO STREET FILE
BELOWDECK 16 SF 12_43_� ............. .............. ..................................................... ............................ ZONE: RS-6
Zone PS Cor�jer_&(LFIag.,6k_
X X X
70,
NEW PF_9VIOUS EXIST 8'X1 2' C� LOT COVERAG
PL 60.00
k tred
WOOD DECK K SHED, POST Setba,., g&gj�_
Allowed 2,286 sf (35% of lot area) 20
1 1977, 96 SF NEW 13'X 20' 1
EXIST ANDS APE STEPS, Proposed = 2174 sf (includes front porch, bay window, eaves over 30", Fro it 64)
......... Sid,
CONC PAD OVER -S Cull
73 SF, POST 1977 additions, new deck and existing garden shed) t
EXIST GRAVEL Re 1r(.5) -L5-!-
. .........
EXIST KATSURA
CD
IMP. GRAVEL Street 20 ft
EXIST ROCKERY NEW 81-611 X 201 TREE, 6" DIAM C\1 DRIVE SETBACKS: Ott er
lo Hei
EXIST CONC BLOCK
...... Side 5 ft
PARKING AREA, EXIST PINE
RETAINING WALL ALLEY
170 SF X. TREE, 6" DIAM Rear 15 ft
0/
EXIST CONC 1514" 71-1 22'-4"
TOTAL PRE-1 977 NON -REGULATED AREA= 1237 SF HEIGHT:
TOTAL PRE-1977 REPLACED EXEMPT AREA =1 OSF(D WAJ) WALKWAYS
(0 .............. Allowed: EL.= 147.7, 25 ft. above average grade (EL. 122.7)
TOTAL EXISTING POST 1977 REGULATED AREA = 1156 SF
roposed: 23.9 ft., EL. 146.,6, see east elevation on sheet
TOTAL PROPOSED NEW IMPERVIOUS AREA 539 SF 124
EXIST WOOD
ENTRY DECK DRIVE AND
NOTE: ALL AREAS NOT NOTED AS IMPERVIOUS (CONCRETE,
PARKING AREA
... 21-6111
GRAVEL, BUILDING) AREA TO BE PERVIOUS LANDSCAPING. C? BUILDING CODE NOTES
bo OH
C?
0
...........
2012 INTERNATIONAL RESIDENTIAL CODE (IRC) WITH
............
............. I REPLACE EXIST WASHINGTON STATE AMENDMENTS
EXIST KATSURA
CARPORT WITH .9,
TREE, 8" DIAM J
SITE CLASSIFICATION CHART EXISTING ONE-STORY OCCUPANCY: R-3
F_ ADDITION CONSTRUCTION TYPE: V-13
SINGLE
FAM I LY
C�
bo RESIDENCE
:A i ....
F ".1
. . .........
1ST FLR
QH C�
. ............. ENERGY CODE NOTES
122 EL.=127.3 H 10
UAW ....... .......
.. ..... . ........ .. ... .. y C\I
... ...... . ...
........ . .. ........ . . . .........
.20 wd:.
HEATING SYSTEM: Electric Resistance (see submitted heat loss
LINE OF EXIST calculation.)
.4.
..mif!L 'd
2ND FLOOR
106
a
10 Energy Code conformance per 2012 WSEC shall be by Perscriptive
Approach (See submitted worksheet.)
ICIL
. ... ... ..... ... . . .. . . . .. ..... .. .... N
od:to*hi�fi it fi7:LDW:1MPM O�F�t Tq�f+
.............. 0
EXIST JAP. MAPLE -101 EXIST 12" DIAM Table R402.1.1 Insulation and Fenestration Requirements by Component:
. .. .... T ...... ................. ..... UN CHERRYTO
120 Glazing U-value: 0.28 vertical, 0.50 skylight
. .. .... TREE, 7" DIAM ..... Uj
REMAIN
Doors U-value: 0.20
Ceiling: R-49, R-38 Adv.
...... Wall above grade: R-21
LINE OF EXIST
S
ROOF TO BE Wall below grade: R-21 w/Thermal Break - interior, R1 0 - exterior 00
REMOVED
Floor: R-38
WE
EXISTTIMBERAND U)
LU C-4
4'SQ CONC PAD Slab on Grade: R-10
Uj
GRAVELSTEPS
W W
HEIGHT CALCULATION 118 See Glazing Schedule on sheet A.04 for average u-value calculation. Z
X ONE-STORY U)
.................. 32-111 --ADDITION PER Insulate all water piping outside heated envelope to-R-41min. U) 0 U)
4 4' ____7
1). Z
EXIST GRAVEL PATH PLAN P&t rL403.-4-L Z 0
E141
. . . . . . . . 126 18-1 1 1, 1 V-2 1/4" 9'-1 3/4" -V Z
>-- Z
7_1 116 . .................. PROVII )E SILT 0
FENCE DURING GENERAL NOTES 4)0,.
00
CONST PER 2 -0 ('4 ?.
[126 EDMONDS STD. C4
STANDARDS: x LO
EL 124.2 DETAIL E1.1
EL 125.7 UJ Uj
124 ......... ...... .......... ..................... All methods, materials and workmanship shall conform to the current
1141 ...........
X X edition of the standard codes and amendments as published and
EXIST 8'X1 21 adopted by the governing authority. If a conflict occurs between
........................................ ...........
Q0
co government adopted codes and these drawings, the codes shall govern.
SHED IF THE
f
112 Nothing in these drawings shall be construed to permit work not NOT MEASURE ONE INCH (I")
1124 EXIST KATSURA conforming to governing codes. EXACTLY, THIS DRAWING WILL HAVE
13EEN ENLARGED OR REDUCED,
EXISTTIMBERAND 776 TREE, 6" DIAM AFFECTING ALL LABELED SCALES.
GRAVELSTEPS
ISSUES/REVISIONS:
110 ................ .... 1. Written dimensions shall govern. Do not scale drawings.
EXIST WOOD
1 A PERMIT 4-9-14
......... FENCE 0
120 2. All dimensions are to face of framing or face of concrete at new
EXIST ROCKERY -14
8
I B PERMIT REV. 5-2
construction and face of exterior sheathing or face of interior wall finish LL
EL 122.0 EXIST CEDAR
EXIST CONC BLOCK
at existing building, unless noted otherwise. Existing building is assumed Z
TREE, 10" DIAM
EL 118.9
to
'Appf� Ox.
-122 RETAINING WALL be square and plumb. Field verify all dimensions, clearances and
PL 60.00
118
.............................. LOCATION OF existing conditions effecting the work. Any variations from the drawings
shall be brought to the immediate attention of the architect.
108.0
1161 ............ SEWER LINE
D Applicant shall repair/replaw all damage to Uj
-nprovements In City -611 X 201
114 M20 Utifts or frontage h NEW 81
n 0
right-of-way per City standards that Is caused GRAVEL
or occurs during the permitted projer-L ALLEY SHEET INDEX
112 - - - - - - - - - - - - -- - - - - - - - - - - - - - PARKING AREA
116
1101 .......... PROVIDE FILTER
'TOR IS RESPONSIBLE FOR
1114 OWNER/CONTRAir, SOCKS IF REQ'D Job: 201303
APPROVED AS NOTED A.01 SITE PLAN, PROJECT INFO., CODE NOTES
EROSION CONTROL AND DRAINAGE BY I EER G PER EDMONDS A.02 BASEMENT PLAN, Date: 5/29/2014 Z
108 STD. DETAIL E1.3
A.03 FIRSTAND SECOND FLOOR PLANS, SCHEDULES Scale: AS NOTED
124.2 + 125.7 + 118.9 + 122.0 N A.04 ELEVATIONS
1 2.7 AVG GRADE /n accorcl
Date: Ca/17,hq A.05 BUILDING SECTIONS
HOPKINS RESIDENCE
,"'00' of an existing single family residence including a
ew eck ce t ra e lnter�o al era n t connect the
it t
Lkch is a so g r t tio s 0
�en / p g itio s w s m t st ir.
din n area and add n and a ne ba e en a
.10
N
P..:
'ST
LAN'
42 DAI
yj r,_
n-site Parking stalls A.06 DETAILS RESUB
4 +251 MAX HT ALLOWED 147.7 ance with ECDc 17.5o.020.,4,
a)
L) SITE PLAN shall be provicle S.01 FOUNDATION PLAN AND DETAILS MAY 2 9 2014 An0i
d. S.02 FIRST AND SECOND FLOOR FRAMING PLANS
SCALE:1/8" = V-0"
a) S BUILDING DEPARITMENT
S.03 ROOF FRAMING PLAN/STRUCTURAL NOTE CITY OF EDMONDS
Plotted On: 5/29/2014
W
(1)
ofcn
0
W
0
IMPERVIOUS SURFACE PLAN
DAYTON STREET
EXIST CONC
WALKWAYS,
POST 1977,
188 SF
EXIST GRAVEL
DRIVE, PRE 1977,
519 SF TO BE
PARTIALLY PAVED
WITH CONIC.
REPLACE EXIST
CARPORT WITH
ONE-STORY
ADDITION OVER
EXIST HOUSE INCL ROOF EXIST DRIVE FOOT
�18 SF
OH, POST 1977, 722 SF
PRINT, 1](6 SF
7
EXIST LANDSCAPE STEPS,
42 SF, POST 1977
EXIST GRAVEL PATH,
35 SF, POST 1977 NEW ADDITION
AND OVERHANG
FOOTPRINT, 104 SF
NEW CONIC PAD
BELOW DECK 16 SF
NEW PREVIOUS EXIST 8'X1 2'
WOOD DECK SHED,POST
EXIST LANDSCAPE STEPS, 1977, 96 SF
73 SF, POST 1977
EXIST ROCKERY NEW 8'-6" X 20'
IMP. GRAVEL
EXIST CONIC BLOCK PARKING) AREA,
RETAINING WALL - - - - - - ALLEY 170 SF
TOTAL PRE-1 977 NON -REGULATED AREA= 1237 SF
TOTAL PRE-1 977 REPLACED EXEMPT AREA = 7-W SF (?AVr.L) DgWeW41)
TOTAL EXISTING POST 1977 REGULATED AREA= 1156 SF
TOTAL PROPOSED NEW IMPERVIOUS AREA= 5ob SF
NOTE: ALL AREAS NOT NOTED AS IMPERVIOUS (CONCRETE,
GRAVEL, BUILDING) AREA TO BE PERVIOUS LANDSCAPING.
SITE CLASSIFICATION CHART
HEIGHT CALCULATION
126
-1126
EL 124.2 1 - EL 125.7
124 -Tow
...........
.[124
1201 ......... I...
EL 122.0
EL 118.9
1181 122
A120
1141
112 116
1101 ..........
1114
108
124.2 + 125.7 + 118.9 + 122.0 122.7 AVG GRADE
4 +25'= MAX HT ALLOWED 147.7
1-101 1
120 OH
7
118
118 1 ) I �'
�1�
M1
...........
15lm-9" 11'-2* 1/4" T-1 0 3/4". 5'
(2U-2-
116 ................
1141 .................
0"_ EXIST 12" DIAM
-CHERRYTO
0 REMAIN
LINE OF EXIST
ROOF TO BE
REMOVED
4'SQ CONIC PAD
ONE-STORY
ADDITION PER
PLAN
PROVIDE SILT
FENCE DURING
CONSTPER
EDMONDS STD.
DETAIL E1.1
EXIST WATER METER
TOP OF LID
DATUM EL. = 124.4
EXIST METAL
FENCE
EXIST KATSURA
TREE, 6" DIAM
EXIST CONC
WALKWAYS
EXIST WOOD
ENTRY DECK
EXIST KATSURA
TREE, 8" DIAM
EXIST JAP. MAPLE
TREE, 7" DIAM
EXISTTIMBERAND
GRAVELSTEPS
EXIST GRAVEL PATH
-----------------------------------
DAYTON STREET
p9roval Process shall be
he
a
tbisP.. - tittingt
,,140thjug wij.,g or per - al
. terpreied AZ 41 ..., %sting illegZcture
in . entlY I building, 8Z the
,amtenaace " any cu�!Traitw pe of
conformIng or '�,%e , out%; ae the scO
VLQ11..W "I'aition whl'- . f ,hether such
on regard�e�3 0 is shown .11 the
or 81 licati , t eture 01,
perrait app ture orconaition ru
ilding, 8
h bu 80-Owa"'
building, stmc ...-q
site ion or 0 -
,on May be th",
con ;� �St
'�C"nt , ion.
6" CONC CURB
PARKING STRIP
EXIST CONC. CURB CUT
EXIST CONIC SIDEWALK
124.3
.... .................... ........................................
......
PL 60.00'
NEW 12'X 20'
CONIC PAD OVER
...............
EXIST GRAVEL
DRIVE
EXIST PINE
TREE, 6" DIAM
7
0
221-41'
7)
124
....................
....
EXIST GRAVEL
DRIVE AND
00
PARKING AREA
1?
21-61'
Zo co
OH
EO
0
................
..............
REPLACE EXIST
CARPORT WITH
Fb
EXISTING
ONE-STORY
SINGLE
ADDITION
FAMILY
Eo
T.
RESIDENCE
I ST FLR
04
122
0H
EL.=127.3
H
LO
06
CD
LINE OF EXIST
2ND FLOOR
- --------
00
0
Applicant shall repairtreplace all damage to
Utilities or frontage improvements in Cky
right-of-way per C4 standards that Is causW
C
or occurs during the permitted projea
Cy
EXISTTIMBERAND
GRAVELSTEPS
EXIST ROCKERY
EXIST CONIC BLOCK
RETAINING WALL
APPROVED AS NOTED
BY ENGINEERING
Date:
OWNERICONTIRA,0-TOR IS RESPONSIBLE FOR
PROJECT INFORMATION
PROJECT SCOPE:
Additions to the first floor of an existing single family residence including a
new deck and crawlspace storage. Interior alterations to connect the
kitchen to the new dining area and additions and a new basement stair.
LEGAL DESCRIPTION:
City of Edmonds Block 096 D-00, - Lots 17 and 18.
ASSESSOR PARCEL NUMBER:
00434209601700
PROJECT AREAS:
LOT AREA: 0. 15 Acres (6534 sf)
BASEMENT FLOOR: 952 SF EXISTING
FIRST FLOOR: 1014 SF EXISTING <:17"EW <1:3f9��F
SECOND FLOOR: 1041 SF EXISTING
TOTAL LIVING AREA: 3007 SF EXISTING tE8 38,r
,,SF NEW
PORCHES/DECK: 34 SF EXIST + 328 SF NEW = 362 SF TOTAL
ZONING CODE NOTES
I X61, V241111 _.� U-�-'
LOT COVERAGE:
Allowed = 2,28-6.59 sf (35% of lot area)
Proposed ��43 f (includes front porch, bay window, eaves over 30",
new additions, new deck and existing garden shed) -z 3,-A. *07
SETBACKS:
Street = 20 ft
Side 5 ft
Rear 15 ft
HEIGHT:
Allowed: EL.= 147.7, 25 ft. above average grade (EL. 122.7)
Proposed: 23.9 ft., EL. = 146.6, see east elevation on sheet A.04
BUILDING CODE NOTES
2012 INTERNATIONAL RESIDENTIAL CODE (IRC) WITH
WASHINGTON STATE AMENDMENTS
OCCUPANCY: R-3
CONSTRUCTION TYPE: V-B
�4
tcr):(M
CFj
J COO,
C'4
73:
(0�
U):
E
ENERGY CODE NOTES
2012 WASHINGTON STATE ENERGY CODE (WSEC)
HEATING SYSTEM: Electric Resistance (see submitted heat loss
calculation.)
Energy Code conformance per 2012 WSEC shall be by Perscriptive
Approach (See submitted worksheet.)
Table R402.1.1 Insulation and Fenestration Requirements by Component:
Glazing U-value: 0.28 vertical, 0.50 skylight LU
Doors U-value: 0.20 U 0
Ceiling: R-49, R-38 Adv. Z 3:
Wall above grade: R-21 Uj N
(0 0
Wall below grade: R-21 w/Thermal Break - interior, R1 0 - exterior 2 00
C 0)
Floor: R-38 U)
Uj
Slab on Grade: R-10 Uj Uj U)
W 00
See Glazing Schedule on sheet A.04 for average u-value calculation. Z
r 0 U)
Insulate all water piping outside heated envelope to VP4-min.
-3 r-V_1Z e! .4 C) 3,
0 U) Z
GENERAL NOTES Z
<0
0 0 �; '0 N
N
STANDARDS: LID
All methods, materials and workmanship shall conform to the current co LLJ W
edition of the standard codes and amendments as published and
adopted by the governing authority. If a conflict occurs between
government adopted codes and these drawings, the codes shall govern. IF THE ABOVE DIMENSION DOES
Nothing in these drawings shall be construed to permit work not NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL HAVE
conforming to governing codes. BEEN ENLARGED OR REDUCED,
AFFECTING ALL LABELED SCALES.
1. Written dimensions shall govern. Do not scale drawings. ISSUES/REVISIONS:
2. All dimensions are to face of framing or face of concrete at new 1 A PERMIT 4-9-14 0
construction and face of exterior sheathing or face of interior wall finish 1B PERMIT REV. 5-28-14 LL
at existing building, unless noted otherwise. Existing building is assumed 1C PERMIT REV.7-10-14 Z
to be square and plumb. Field verify all dimensions, clearances and
existing conditions effecting the work. Any variations from the drawings
shall be brought to the immediate attention of the architect.
SHEET INDEX t i ILE 0
fSTREP" F W
A.01 SITE PLAN, PROJECT INFO., CODE NOTES Job: 201303
A.02 BASEMENT PLAN, Date: 7/10/2014 Z
A.03 FIRST AND SECOND FLOOR PLANS, SCHEDULES Scale: AS NOTED
A.04 ELEVATIONS
A.05 BUILDING SECTIONS
A.06 DETAILS
S.01 FOUNDATION PLAN AND DETAILS R E 1119)h U B3 A.01 w
S.02 FIRST AND SECOND FLOOR FRAMING PLANS JUL 10 2014
S.03 ROOF FRAMING PLAN/STRUCTURAL NOTES
BUILDING DEPAIR71VIENT
I CIV OF EDIVIONDS Plotted On: 7/10/2014